|
FL t
<br />Application Type
<br />Code Version
<br />Application Status
<br />Comments
<br />Archived
<br />Product Manufacturer
<br />Address/Phone/Ernall
<br />Authorized Signature
<br />Technical Representative
<br />Address/Phone/Emall
<br />Quality Assurance Representative
<br />Address/Phone/Ernall
<br />Category
<br />Subcategory
<br />Compliance Method
<br />Certification Agency
<br />Validated By
<br />Referenced Standard and Year (of Standard)
<br />Equivalence of Product Standards
<br />Certified By
<br />FL10970-R7
<br />Affirmation
<br />2017
<br />Approved
<br />r
<br />]ELD-WEN
<br />3737 Lakeport Blvd
<br />Klamath Falls, OR 97601
<br />(800) 535-3936
<br />fbci@jeld-wen.com
<br />]aeon Kantola
<br />fbcipjeid-wen.com
<br />]ELD-WEN Corporate Customer Service
<br />3737 Lakeport Blvd.
<br />Klamath Falls, OR 97601
<br />(800) 535-3936
<br />cusWmerserviceagenis@jeld-wen.com
<br />Windows
<br />Single Hung
<br />Certification Mark or Listing
<br />National Accreditation & Management Institute
<br />National Accreditation & Management Institute
<br />Standard Year
<br />TAS 202 1994
<br />rw I affirm that there are no changes In the new
<br />Florida Building Code which affect my product(s) and
<br />my products) are In compliance with the new Florida
<br />Building Code.
<br />Documentation from approved Evaluation or Validation Entity r r r
<br />Yes No NIA
<br />Product Approval Method Method 1 Option A
<br />Date Submitted 07/10/2017
<br />Date Validated 07/10/2017
<br />Date Pending F13C Approval
<br />Date Approved 07/15/2017
<br />FlkN o-
<br />14 3/8"
<br />I.C. MAX. CORNERS
<br />s/a"
<br />O.C.
<br />MAX.
<br />i
<br />�--- WINDOW WIDTH (52V MAX.)"
<br />TYPICAL ELEVATION WITH FASTENERS
<br />. • v
<br />tea Nrr a tie•
<br />4
<br />•
<br />4 ..
<br />i vs•
<br />d .
<br />MIN
<br />EMTEDIIEMT
<br />(D!
<br />1/4• MAX
<br />i �
<br />SHIM
<br />SPACE
<br />➢DV CORNarG
<br />u99 ESICWE
<br />GLAZING ]ETALL
<br />TYPICAL VERTICAL
<br />FRAME SECTION
<br />NOTE, C Ak aftrsrn
<br />."it and aar.4n0.
<br />-
<br />mew COWING
<br />u99 SILICONE
<br />I
<br />GLAZING OETAIL
<br />A
<br />/ai r-V41 MAX
<br />MASONRY
<br />(NCTL 210-3658-1A)
<br />Max
<br />Fram
<br />e
<br />DP
<br />IMPACT
<br />General Notes:
<br />At The product shown herein is designed, tested and manufactured to Installation Notes:
<br />comply with the wind load criteria of the adopted Intemational Building 1. Seal flange /window to substrate.
<br />Code (IBG), the Intemational Residential Code (IRC), the Florida Building 2. Use 34e" Tapcon fasteners through frame with sufficient length to
<br />Code including the "High Velocity Hurricane Zone" (HVHZ) and the penetrate a minimum of 1 1/4" Into the concrete (Min. fc = 3000 psi)
<br />industry standard requirements for the stated conditions, or masonry (Conforms to ASTM C90).
<br />• All glazing shall conform to ASTM E130D. 3. Host structure {wood buck, stud framing and opening} to be designed
<br />• Minimum nominal glazing; V16" monolithic or 1/8" insulated. and anchored to properly transfer all loads to the structure. The host
<br />• Installation methods may be interchanged within the same opening, structure is the responsibility of the architect or engineer of record for
<br />• An impact protective system is required where wind borne debris the project of installation,
<br />protection is required by local building code. t 1 I I I U 4. Fasteners are not required through the sill.
<br />• Maximum sizes are buck /net sizes and do not include �0�
<br />This schedule addresses only the fasteners required to anchor the product to NwIER aiGlNEaI• DATE
<br />�` �Q- ,.•' �` - achieve the rated design pressure and impact performance (where applicable) up 02/24/2010 3737 Lakeport Boulevard
<br />scxE. �T�EI N �amath Falls, OR 97601
<br />to the size limitations noted. his not intended as a guide to the installation O Tetzlaff NTS J (541) 882.3451
<br />process and does not address the sealing consideration that may arise In different; 7
<br />wall conditions. For the complete installation procedure, we the instruction,= * -:
<br />packaged with the window or go to www.field-vaen.wrnfresources£mstatlation. � -o T T AwwrnEosy: Builder's Aluminum (4100) Single Hung
<br />O • � "` Masonry Installation (52.125" x 72.00")
<br />This drawing and its Contents are confidential and are not to be reproduced or
<br />copied in whole or in parlor used or disclosed to others except as authorized by � aL �✓�e %� ,pETInER No. PINK NAMEMJD LOGttON: CAD OWG.Na: REY: SNF£r
<br />JELD-WEN, Inc. %78 MY44099 Venice Window Division t3AafoB_NCTl2.0-3ss6- 01 1 of 5
<br />T 4.3/8"
<br />o.c. MAX.
<br />WINDOW WIDTH (52lj' AWL)-_:�
<br />4+k' MAX.
<br />FROM
<br />CORNERS
<br />1.C. SHM
<br />iAlf. SPACE
<br />DDV CORNING
<br />Iv. 1199 SLL]Ct]NE
<br />GLAZING DETAIL
<br />T_YPiCAL VERTICAL
<br />FRAME SECTI❑N
<br />NOTE. Cnu1k brireen
<br />unit •nd openkg
<br />y. DOV CORNING
<br />/ r - 1199 SILICONE
<br />t
<br />• GLAZING DETAIL
<br />�! 1/4' IN%
<br />-OO
<br />NAIL FIN
<br />(NCTL 210-36513-1A)
<br />1/4" MAX
<br />SHIM
<br />SPACE
<br />TYPICAL HORIZONTAL
<br />FRAME SECTI❑N
<br />NOTE, CaWc •ftwen unit and opfNnp
<br />Max
<br />Frame
<br />DP
<br />IMPACT
<br />152X"
<br />x 7z"
<br />+50/-50
<br />N0�
<br />• The product shown herein is designed, tested and manufactured to
<br />FROM
<br />It -"a-~ I l�Vle-0.
<br />1. Seal -nail fin to substrate,
<br />comply with the wind load criteria of the adopted International Building
<br />Code (IBC), the International Residential Code (IRC), the Florida Building
<br />2. Use #8 PH or greater fasteners through nail fin with sufficient length to
<br />Code including the "High Veloci � Hurricane Zone' (HVHZ) and the
<br />Penetrate a minimum of 1Y" into the wood framing (Min. S.G. = 0.55).
<br />industry standard requirements for the stated conditions.
<br />3. Host structure (wood buck, stud framing and opening) to be designed
<br />• All glazing shall conform to ASTM E1300.
<br />and anchored to properly transfer all loads to the structure. The host
<br />• Minimum nominal glazing: �Yis' monolithic or 1/8" insulated.
<br />Structure is the responsibility of the architect or engineer of record for the
<br />project of installation.
<br />• Installation methods may be interchanged within the same opening.
<br />• An impact protective system is required where wind borne debris
<br />4. We recommend using Tegratite" installation
<br />• protection is required by local building code. I t l lift
<br />Maximum sizes are buck /net sizes and do not include fi SkI} I.,(typ.
<br />� g s! /�
<br />(http://www.jeld-wen.corn/newinstailationtechnology4 for weatherproofing.
<br />5. Window includes a slip on aluminum 6063-T5 nail fin wall thickness
<br />Nail
<br />This schedule addresses only the fasteners required to anchor the to
<br />.050"). Fin extends approximately 1.258" away from frame.
<br />product
<br />achieve the rated design pressure and impact performance (where applicable) up
<br />to the size limitations noted. II is not intended as a to the installation
<br />�
<br />%� ��' ,•'''"",•�,A
<br />PaoIER ENGINEER:
<br />--
<br />02/24/2010
<br />3737 Lake port Boulevard
<br />Klamath
<br />guide
<br />Process and does not address the sealing consideration that may arise in different:
<br />: O
<br />�
<br />Tetzlaff
<br />SCALE:V
<br />NTS
<br />1r Falls, OR 97601
<br />(541) 882 - 3451
<br />wall conditions, For the complete installation procedure, see the instructions
<br />* _
<br />oar:
<br />TITLE:
<br />packaged with the window or go to www.field-wen.condresourceslinsialiatlon. Z
<br />-a T- T
<br />Am�aovEo BY:
<br />~TmNo]EcrNa.:
<br />Builder's Aluminum (4100) Single Hung
<br />This drawing and its contents are confidential and are not to be reproduced or
<br />copied in whole in
<br />O� ,•��
<br />Nail Fin Installation (52.125" x 72.00")
<br />or part or used or disclosed to others except as authorizes by
<br />JELD-WEN, Inc.
<br />8La.�`,�
<br />IDENIIF]FR No.
<br />PLANT
<br />`
<br />�ct�a HlnzA re
<br />MY44099
<br />NAMe AND LocnnoN: Ixw; CAD , No.:
<br />Venice Window Division BM1o0_MCfL21D-3G5�
<br />REV:
<br />A 0�
<br />SHEET
<br />3 of SN
<br />MAX.
<br />14 3/8r O.C. MCORNERS
<br />AX.
<br />T
<br />O.C.
<br />IMX.
<br />n
<br />wnNDow WIDTH (szJi" 1AAX.)--�
<br />TYPICAL ELEVATI❑N WITH FASTENERS
<br />-
<br />/,-STIM
<br />P
<br />• The roduct shown herein is desi red tested ar
<br />tesr�°i NW
<br />T
<br />sTu•
<br />�'
<br />v � MAJ. TYro"ah
<br />\-v4• MAX
<br />\
<br />SPACE
<br />a•� u» sCOa�i°cm
<br />ILAZIMG DETAIL. TYPI,CAj VERTICAL
<br />FRAME SECTI❑N
<br />LATE. CnuW bft•fen
<br />uNt and ppeNng
<br />1
<br />arinr� fETALL
<br />i 3/4' MA%
<br />Ef1IM
<br />P 9
<br />comply with the wind load criteria of the adopted International Building
<br />Code (IBC), the International Residential Code (IRC), the Florida Building
<br />Code including the "High Velocity Hurricane lone" (HVHZ) and the
<br />industry standard requirements for the stated conditions.
<br />• All glazing shall conform to ASTM E1300.
<br />• Minimum nominal glazing: 3/,e" monolithic or 1/8" insulated.
<br />• Installation methods may be interchanged within the same opening.
<br />• An impact protective system is required where wind borne debris
<br />protection is required by local building code. � ill Ift t
<br />• Maximum sizes are buck /net sizes and do not include f'r�sk�3f g s�
<br />This schedule addresses only the fasteners required to anchor the product to
<br />achieve the rated design pressure and impact performance (where applicable) up
<br />to the size limitations noted. It is not intended as a guide to the Installation •T
<br />process and does not address the sealing consideration that may arise in differarri 7
<br />wall conditions. For the complete installation procedure, see the instructions * _-
<br />packaged with the window or go to www.field-wen.comlrasouroeslinstallation. � -O �T T
<br />This drawing and its contents are confidential and are not is be reproduced
<br />�C'�
<br />copied in whole or in part or used or disclosed to others except as authorized by
<br />JELD-WEN, Inc.
<br />FBPE
<br />STEEL STUD NAIL FIN
<br />(NCTL 210-3658-LA)
<br />3 Thread NIN,
<br />Through Stud--�-�••
<br />18 ga MIN. 1/4' SHIM
<br />STEEL S7UDDSPACE MAX
<br />mTUK
<br />TYPICAL H❑RIZ❑NTAL
<br />FRAME SECTI❑N
<br />NDrFi CauW betpen unit and aWNn9,
<br />Max
<br />Frame
<br />DP
<br />IMPACT
<br />I52
<br />x 72'
<br />+50/-50
<br />NO
<br />ate. II
<br />2. Use #10 sheet metal screw or greater fasteners through the frame with
<br />sufficient length to penetrate a minimum of three (3) threads beyond
<br />metal substrate (Min. 18 Ga., Fy = 33 ksi}.
<br />3. Host structure (wood buck, stud framing and opening) to be designed
<br />and anchored to properly transfer all loads to the structure. The host
<br />structure is the responsibility of the architect or engineer of record for the
<br />project of installation.
<br />4. Fasteners are not required though the sill.
<br />5. Window includes a slip on aluminum 5063-T5 nail fin (typ. wall thickness
<br />.050"). Nail Fin extends approximately 1.258" away from frame.
<br />PPM
<br />__ eCT V�gNE°t' DAB' 3737 Lakeport Boulevard
<br />02/25J2010
<br />Klamath Falls, OR 97601
<br />Tetzldff scue, NTS LDe(541) 882 - 3451
<br />6115iD 8Y: TITLE:
<br />w iA�Eo Builder's Aluminum (4100) Single Hung
<br />tnTmcD]Ecr Na.: Steel Stud with Nail Fin Installation (52.125" x 72.00")
<br />IDENTIFIER No. PLANT NAME AND LOCATION: CAD DVAG. No.: REy: SHEET 5 Of 5 �
<br />MY44099 Venice Window Division e�tt0o_t�Tt2to-3658• A �1 I
<br />14 3/8"
<br />D.C. MAX.
<br />-- WINDOW wAnr (506" NAX.)---�
<br />F�MAX.
<br />CORNERS
<br />�Q�
<br />• The product shown herein is designed, tested and manufactured to
<br />comply with the wind load criteria of the adopted Intemational Building
<br />Code (IBC), the Intemational Residential Code (IRC), the Florida Building
<br />Code including the "High Velocity Hurricane Zone" (HVHZ) and the
<br />industry standard requirements for the stated conditions.
<br />• All glazing shall conform to ASTM E1300.
<br />• Minimum nominal glazing: 3fa° monolithic or 1/8" insulated.
<br />• Installation methods may be interchanged within the same opening.
<br />• An impact protective system is required where wind borne debris
<br />protection is required by local building code. t tllili
<br />• Maximum sizes are buck /net sizes and do not include firYti� g Ott,
<br />This schedule addresses only the fasteners required to anchor the product to
<br />achieve the rated design pressure and impact performance (where applicable] up � �4- ••'' _
<br />to the size limitations noted. It is not intended as a guide to the installation
<br />process and does not address the sealing consideration that may arise in different: N 7 .
<br />wall conditions. For the complete installation procedure, see the instrucUonE # .-
<br />packaged with the window or go to www.field-wen.cornlresourcestnstallation. f
<br />This drawing and its contents are confidential and are not to be reproduced or G'<`. �s
<br />copied in whole or in part or used or disclosed to others except as authorized by
<br />JEf.D-WEN', Inc.
<br />/�qAN
<br />raPE cERt zA
<br />411" MAX.
<br />FROM
<br />CORNERS
<br />7'
<br />WINDOW WIDTH (5496" WAX.)
<br />PACE
<br />OOV CORNING
<br />-s.sJ 1199 S11.ICOEE
<br />0.AZING DETALL
<br />TYPICAL VERTICqL
<br />FRAME SECTION
<br />NDTE� Caulk brtnen
<br />uNt and apfMnO.
<br />r„A, 9av 1x11NEaaG
<br />ll99 S0ILTNE
<br />/ ens
<br />I
<br />r
<br />0.AZING IETALSHIM
<br />L
<br />vs• +wx
<br />SPACE
<br />WOOD
<br />FRAME
<br />(NCTL 210-3658-1A)
<br />1/4• MAX
<br />SHIN
<br />SPACE
<br />1 1/2' MIN. EMBEDMENT
<br />m1tlNSTEaQi•
<br />M
<br />APICAL
<br />HORIZONTAL
<br />FRAME
<br />SECTION
<br />NOTE, Caulk Mtreen unit nntl op•Nsq,
<br />Max
<br />Frame
<br />DP
<br />IMPACT
<br />1.52Y"
<br />x 72'
<br />+50/-50
<br />NO
<br />Installation Notes:
<br />1. Seal flange !window to substrate.
<br />2. Use #10 PFH or greater fasteners through frame with sufficient length
<br />to penetrate a minimum of 1 1/2" into the wood framing (Min. S.G. _
<br />0.55).
<br />3. Host structure (wood buck, stud framing and opening) to be designed
<br />and anchored to properly transfer all loads to the structure. The host
<br />structure is the responsibility of the architect or engineer of record for
<br />the project of installation.
<br />4. Fasteners are not required in the sill.
<br />` � •��� �����"� 02/24/2010 3737 Lakeport Boulevard
<br />'QO WN 3T: SCALE: ��EN Klamath Falls, OR 97601
<br />Tetzlaff NTS (541) 882 - 3451
<br />6Y: TITLE:
<br />APrRovmav: Builder's Aluminum (4100) Single Hung
<br />Wood frame Installation (52.125" x 72.00")
<br />IDENTIFIER No. PLNd'r NAME AND LOCATION: CAD DWG. No.: REV: SFffFr 2 of 5 acre MY44099 Venice Window Division BA4100 NCTL2ti}365rr O1
<br />fit• M,M
<br />n :,c�i :n,u
<br />m � MW.ST�traW.
<br />,j� ws• MAX
<br />1 \ sPv'QNACE
<br />I
<br />Dow CORrING
<br />GLAZa1G DETNL 99 SRICOK
<br />TYPICAL VERTICA
<br />FRAME SECTION
<br />NDTE, CaWk 6rtrenen
<br />urNi and aprNrp
<br />u�99 aLKGNE
<br />/ tie as
<br />I
<br />rLAZi/G iiETA0.
<br />,..• NAx
<br />�SMIN SPACE
<br />--
<br />,a pa. MEN,
<br />ETrti slur
<br />STEEL STUD
<br />(NCTL 210-3856-1A)
<br />3 Thread NIN.
<br />Through Stud -.�.
<br />]8 Da. MIN.
<br />STEEL STUD �- SHIM SPACEMAX
<br />,aT`ur v--_
<br />t
<br />TYPICAL HORIZONTAL
<br />FRAME SECTION
<br />NOTE- CnulN betrrrn tint nrM ap•Nng
<br />Max
<br />Frame
<br />DP
<br />IMPACT
<br />52
<br />x 72°
<br />+50/-50
<br />NO
<br />• The product shown herein is designed, tested and manufactured to
<br />Installation Notes:
<br />comply with the wind load criteria of the adopted international Building
<br />1 • Seal flange /window to substrate.
<br />Code (IBC), the international Residential Code (IRC), the Florida Building
<br />2. Use #10 PFH sheet metal screws or greater through frame with
<br />Code including the "High Velocity Hurricane Zone" (HVHZ) and the
<br />sufficient length to penetrate a minimum of three (3) threads beyond
<br />industry standard requirements for the skated conditions.
<br />metal substrate (Min. 18 Ga., Fy = 33 ksi).
<br />• All glazing shall conform to ASTM E1300.
<br />3. Host structure (wood buck, stud framing and opening) to be designed
<br />• Minimum nominal glazing: a/e" monolithic or 1 i8" insulated.
<br />and anchored to properly transfer all loads to the structure. The host
<br />• Installation methods may be interchanged within the same opening.
<br />structure is the responsibility of the architect or engineer of record for
<br />• An impact protective system is required where wind borne debris
<br />the project of installation -
<br />protection Is required by local building code.
<br />• Maximum sizes are buck /net sizes and do not include firyt�a}t tl lgll�tt�,
<br />4. Fasteners are not required in the sill,
<br />This schedule addresses only the fasteners required to anchor the product to ��
<br />PROfEC7ENG,NPtA:
<br />achieve the rated design pressure and impact performance (where applicable) up
<br />to the size limitations noted. It is not intended as a guide to the installation
<br />`��
<br />�4' ,r•"�`
<br />-
<br />ogre:
<br />02J24/2010
<br />3737 Lakeport Boulevard
<br />�L��N
<br />Process and does not address the sealing consideration that may arise in differerlt�
<br />� O
<br />.t
<br />TI'tztaff
<br />NTS
<br />Klamath Falls, OR 97602
<br />(541) 882 - 3451
<br />wall conditions. For the complete installation procedure, sae the instruc8onr�
<br />-?i
<br />packaged with the window or go to www.field-wen,comlresourceslinstauation. �
<br />-0 :• T• T � t
<br />o\,Eo BY:
<br />Builder's Aluminum (4100) Single Hung
<br />This drawing and its contents are oonential and are not to be reproduced or
<br />; �
<br />'
<br />�
<br />T/PRO1ECr N°.:
<br />Steel Stud Installation (52.125" x 72.00")
<br />copied in whole or in part or used or disclosed to others except as authorzed by
<br />JF10-WEN, Inc,
<br />SOT•
<br />\
<br />Io�NTIDENTIFIERN.
<br />N
<br />= ,e
<br />MY44o99
<br />PLANT RAWnAAND LfxATION.
<br />Venice window Division
<br />CAD DM. N.,:��"
<br />aael0o_Ncit21a3656
<br />REV: 01
<br />'H- 4 of 5
<br />
|